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HomeMy WebLinkAboutRW-476-8, N/F / \JAN�If EET SINGH ANANT & GURPREET SINGH / 34SUMMERST N/F / / \ /\ V.1434 P.0070 / SAM IR R. & EKTA SrPATEL 28 SUMMER ST / EXIST.'000B V.1442 P.0057 / / TF = 191.17' EXIST SMH / INV. IN(SE)= 188.7' (12" CLAD TF = 94.26 / INV. IN(S)= 186.3' (12" CLAY) INV. (SE) = 183.0' (8" AC) N: 298351 4.1 1 6'INV.OUT(N)= 185.9' (15" REINFORCED CONCRETE) / I INV ur(NvN=183.o'(e"AC) E: 740777.746' SUMP=185.3' N/F / REMOVED AND REPLACED TOt OF LEXINGTON / / / \ EXISTING HYDRANT (TYP) CUMMER ST CONCR +V. P. / CONCRE\ / / N: 2983449.121' Ce ED ON 4 E: 740855.683' 4 3H MH A I � - 1- �i�ne Wa 46+00 � 47+00 9.8 48+00 gyce 1 45+00 32 44+00 - • 7.1' S SS M- S S a S G S 4SE 5 45.0' G o 83.5 ti's 4 Stone 3 � Stone Wall one ��ll Wall � Q STA 45+43 60' EXIST. SMH N: 2983578.577 / 16" GATE VALVE TFS 19403 TF=19106 E: 740697.926 INV.IN(SE) = 183.8' (8" AC) INV.IN(SE) = INV.OUT(NVV) = 183.8' (8" AC) INV.gUT(N)=-= 81.9'-(W-AC)- 1(8"PVC) LIJ INV.OU�VV) = 181.9' (p" Ate)- � ST-jjCB '.OLC)t= 187.9'(12" PV� I MP=� FSS / N/F / N/F JOHN CHIU & GENEVIEVE NG THE BRIAN FALCHUK LIVING TRUST 31 SUMMER ST / N/F 7581ro�A;7; STREET CONDO MAIN V. 70050 P. 0184 SUMMER ST / \ V. P. T- C) U Z 1 z 0 �i Z X Lu J O O t Q L7 Lu Z_ J T- C) U Q 200 INV.OUT(SW) _ N/F / N/F JJONATHAN M NYBERG & SARA Q DOLAN / N/F V. I / U THOMAS5 REEDISI SUMMER / XUELEI PAN & WEI WANG \ V. 73694 P. 0: V. 1437 P.0097 38 SUMMER ST Q� A V. 55266 P. 0067 / / EXIST. DMH Cq TF=191.67' \ UJ441 INV. IN(S)=185.7' (15" REINFORCED CONCRETE) INV.OUT(N)= 185.7' (15" REINFORCED CONCRETE) / \ I / ^ / <U \ N: 2983252.926' _4U ��0) � �� fiA, \ E: 741075.365' N: 2983144.023' \ Q / __� / C9 E: 741196.738' TRANSITION COUPLING U ^Z / 2 Z�� e OWN OF LEXINGTON\ U J j a� Wood Fence N: 2983185.634' HASKELL ST ' V. 13335 P. 031 EXIST.'CL'CB E: 741 150.550 W r o N � I G A T9TTT4' STA 50+23 E sr. STA 51+33.52 > 6 00 J INV.OUT(NVV)= 189.4' (1 "CLAD 16"X8" TEE TF 194.75 O 12"(,�8 7 SUMP=189.2' 22,2' y bA INV.OUT(NVV) 49+00 50+00 $� 51+00 17.2' 52+00� 52+07 GS - 1> 6 C QS G G w 8" GATE VALVE �3 �6 6 G G G G -G 2p 5 LIMIT OF MILL/ H OHW AND OVERLAY Nood Fence I t�N0 8b -''16"X6" HYDRANT TEE `?\ # / / S owes n'CB N/F / EXIS = 191 C� M 11 °BEND >' TF=191.444111 IGOR&LUDMILLAT CHOV IN V. VU (NVQ= 189. 12" ) INV. IN( E)=188.6'( ") � MADISON AVE INV.OUT(NVV)=188.6' 12") ST.S 8" SOLID V.43373 P. 0390 N: 2983371.121' TF SMH SUMP -186.6' TF- .29 \ / II TF = 8" AC) SLEEVE \ E: 740942.611' INv.lr-1.,..._,.,.,.,,,, INV.IN(SE) = 184.8' (8" AC) INV.OUT(VV) - 3.2' (6" CLAD A EXIST. SMH INV.OUT(NVV) = 184.8' (8" AC) \ TF = 196.99 \ IN (NE) = 189.5' (12" CLAD N/F CONNECTION TO EXISTING \ v N(NE)=193.6' (6" CLAY) M I L P & JOY L MA E N: 2983318.811' �Q� N/ T(SE) = 189.5' (12" CLAY) E REEN N E: 741001.933' / IGOR & LUDMI LA / HASKELL STREET WATER MAIN 7 3 5/ \ V. 25848 0 EXIST.'CL'CB / � TKACHOV / \ 16 -INCH DPTRANSTON � / TF = 190.89' � ��' 33 HASKELL ST \ TO 20 -INCH DIP. INV,IN(SE)= 186.5' (12") \ INV.OUT N)=186.5' (12" CLAY) t,� V V. 49411 P. 0122 V A SUMP=182.9' LIMIT OF MILL u N/F AND OVERLAY \ - N/F SCOTT L. & AMY SBIHLI N/F MICHAEL K. & TARA A. \ / A 33 SUMMER ST TARA M. WILTSHIRE TRUSTEE SMITH MADISON AVE \ V. 57265 P. 0031 N/F / 29 HASKELL ST V. 69057 P. 0147 \ WINSHIP COMMON TRUS V. 57528 P. 0595 \ LITCHFIELD RD \ N/F ® A V. 26828 P. 0162 \ / RAMESH SETHUMADHAVAN & KRITHIGASSREE \\� SAMBAMURTHY 12 EVERGREEN LN P')1 A Ki 1 "= 40'-0" HORIZONTAL 0 40 100 200 FEET 0 4 8 10 20 1 "= 4'-0" VERTICAL m 195 CONTRACT NO.: 6522 CAD FILE NO.: C-1 TO C-6°RES p P MASSACHUSETTS WATER RESOURCES AUTHORITY � 9SSACHUSE� NORTHERN EXTRA HIGH - SECTION 63 DRAWING NO. C-6 v 9 of 12 ACCESSION NO.N/A : SECTION NO.63 : EXISTI G ROAD SURFACE DATE: APR 2024 SCALE: AS NOTED DESIGNED BY: KRR DRAWN BY: JMN16-INCH CHECKED BY: RKW APPROVED BY: DSB PREPARED BY: BLACK & VEATCH 01, LEXINGTON MAIN PLAN & PROFILE 6 STA 44+00 TO 52+00 N 1 APR 2024 SES DSB RECORD DRAWING NO. DATE BY CHK'D REVISION � O M wTRANSITION Lu� 00 CC UPLING LU J 190 X Lu 190 Lu ? 16" DIP TA 45+43 O O 161"x6" GATE VALVE 18 STA 0+23 ST 48+25 16"x "TEE 16"YS" HYDRANT TEE 180 180 175 170 170 44+00 45+00 46+00 47+00 PROFILE 49+00 50+00 51+00 52+00 NOTES: 1) NORTH ORIENTATION AND COORDINATES REFER TO MASSACHUSETTS GRID SYSTEM NAD 83. 2) ELEVATIONS ARE BASED ON BOSTON CITY BASE (BCB) DATUM. THE BCB DATUM ELEVATION IS 6.46 FEET EQUALS 0.00 FEET NAVD 88 MEAN SEA LEVEL. 3) THE PROPERTY/BOUNDARY LINES DEPICTED HEREON ARE COMPILED FROM GIS DATA AND OTHER SOURCES. THESE LINES ARE NOT TO BE CONSTRUED AS A BOUNDARY OPINION AND ARE SUBJECT TO CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. 4) NOT ALL IMPROVEMENTS ARE SHOWN. REFERENCE: CONTRACT NO.: 6522 CAD FILE NO.: C-1 TO C-6°RES p P MASSACHUSETTS WATER RESOURCES AUTHORITY � 9SSACHUSE� NORTHERN EXTRA HIGH - SECTION 63 DRAWING NO. C-6 v 9 of 12 ACCESSION NO.N/A : SECTION NO.63 : DATE: APR 2024 SCALE: AS NOTED DESIGNED BY: KRR DRAWN BY: JMN16-INCH CHECKED BY: RKW APPROVED BY: DSB PREPARED BY: BLACK & VEATCH 01, LEXINGTON MAIN PLAN & PROFILE 6 STA 44+00 TO 52+00 1 APR 2024 SES DSB RECORD DRAWING NO. DATE BY CHK'D REVISION